Kong Xiangbing, Zhao Shuping, Mu Yanhu, et al. Research on the calculation of dynamic stress of embankment in permafrost regions under train load[J]. Journal of Glaciology and Geocryology, 2013, 35(6): 1490-1498. [孔祥兵, 赵淑萍, 穆彦虎, 等. 列车荷载作用下冻土路基中的动应力计算研究[J]. 冰川冻土, 2013, 35(6): 1490-1498.]
[2]
Huang Zhijun, Lai Yuanming, Li Shuangyang, et al. Dynamic response of embankment in permafrost regions under traffic load[J]. Journal of Glaciology and Geocryology, 2012, 34(2): 418-426. [黄志军, 赖远明, 李双洋, 等. 交通荷载作用下冻土路基动力响应分析[J]. 冰川冻土, 2012, 34(2): 418-426.]
[3]
Zhang You'an, Wang Yujin. Frost resistance design for subgrade and pavement of mountain highway in margin region of Qinghai-Tibet Plateau[J]. Journal of Glaciology and Geocryology, 2012, 34(3): 645-649. [张有安, 王玉金. 青藏高原边缘山区公路路基、 路面抗冻设计研究[J]. 冰川冻土, 2012, 34(3): 645-649.]
[4]
Yu Qihao, Qian Jin, You Yanhui, et al. Experimental study of convective characteristics of block-stone embankment[J]. Journal of Glaciology and Geocryology, 2012, 34(2): 411-417. [俞祁浩, 钱进, 游艳辉, 等. 块石路基对流特性实验研究[J]. 冰川冻土, 2012, 34(2): 411-417.]
[5]
Johansen N I, Lynch D F, Sengupta M. Notes on Norwegian arctic road construction techniques[J]. Northern Engineer, 1988, 20(1): 26-29.
[6]
Gandahl R. Some aspects of the design of roads with boards of plastic foam[C]//Proceedings of 3rd International Conference on Permafrost. Ottawa, Canada: National Research Council of Canada, 1978: 792-797.
[7]
Olson M E. Synthetic insulation in Arctic roadway embankments[C]//Cold Regions Engineering: Proceedings of 3rd International Specialty Conference. Ottawa, Canada: Canadian Society of Civil Engineering, 1984: 739-752.
[8]
Zou Xudong, Zhang Feimin, Wang Chenghai, et al. The relationship between winter precipitation and Eastern Asian winter monsoon in Northeast China[J]. Journal of Glaciology and Geocryology, 2013, 35(6): 1454-1461. [邹旭东, 张飞民, 王澄海, 等. 我国东北地区冬季降水和东亚冬季风的关系研究[J]. 冰川冻土, 2013, 35(6): 1454-1461.]
[9]
Johnston G H. Permafrost, Engineering Design and Construction[M]. Toronto, Canada: Wiley, 1981: 345-388.
[10]
Esch D C. Insulation performance beneath roads and airfields in Alaska[C]//Cold Regions Engineering: Proceedings of 4th International Specialty Conference. New York: ASCE, 1986: 713-722.
[11]
Mobley K, Harle J C. PS 5 sewage lagoon embankment stabilization[C]//Cold Regions Engineering: Proceedings of the 6th International Specialty Conference. New York: ASCE, 1991: 116-125.
[12]
Johnston G H. Performance of an insulated roadway on permafrost[C]//Proceedings of the 4th International Conference on Permafrost. Washington, DC: National Academy Press, 1983: 548-553.
[13]
Hu Yu, Deng Ronggui, Zhang Ping. Analysis of EPS insulating slab feature for preventive treatment subgrade freezing damage[J]. Subgrade Engineering, 2003, 36(3): 17-21. [胡宇, 邓荣贵, 张平. EPS保温板抗路基冻害特征分析[J]. 路基工程, 2003, 36(3): 17-21.]
[14]
Su Zhiqiang, Yin Yanqing, Han Fuchen. Application of polystyrene insulation board on the anti-frost heave of culvert foundation[J]. Heilongjiang Science and Technology of Water Conservancy, 2008, 36(1): 176. [苏志强, 尹艳清, 韩富臣. 聚苯保温板在涵洞基础上防冻害的应用[J]. 黑龙江水利科技, 2008, 36(1): 176.]
[15]
Hou Jinfang, Feng Jun, Yan Wei, et al.Field test of subgrade for passenger dedicated line in seasonal frozen regions[J]. Journal of Glaciology and Geocryology, 2011, 33(4): 851-854. [侯晋芳, 冯军, 闫伟, 等. 季节性冻土地区客专路基现场试验[J]. 冰川冻土, 2011, 33(4): 851-854.]
[16]
Shi Gangqiang, Zhao Shiyun, Li Xianming,et al. The frost heaving deformation of high-speed railway subgrades in cold regions: Monitoring and analyzing[J]. Journal of Glaciology and Geocryology, 2014, 36(2): 360-368. [石刚强, 赵世运, 李先明, 等. 严寒地区高速铁路路基冻胀变形监测分析[J]. 冰川冻土, 2014, 36(2): 360-368.]
[17]
Xia Qiong, Yang Youhai, Dou Shun. Frost heaving characteristics of Lanzhou-Xinjiang Railway subgrade and the treatment of frost damage[J]. Journal of Glaciology and Geocryology, 2011, 33(1): 164-171. [夏琼, 杨有海, 窦顺. 兰新铁路路基冻胀特征及冻害整治措施研究[J]. 冰川冻土, 2011, 33(1): 164-171.]